摘要
根据深厚砂土地基的特性,提出两类防渗处理方案(柔性方案、刚性方案),并对其进行技术分析与经济比较,择优选定设计方案。
According to the characteristics of deep sand foundation, this paper proposed two kinds of seepage prevention schemes, i.e. flexible scheme and rigid scheme. Based on technical analysis and economic comparison, a selected design scheme was presented at last.
出处
《水运工程》
北大核心
2004年第10期13-18,共6页
Port & Waterway Engineering
关键词
砂土地基
柔性方案
刚性方案
技术分析
经济比较
sand foundation
flexible scheme
rigid scheme
technical analysis
economic comparison
